PZ - Site Plan Revised 1-8-2019 1 2 3 4 5
P. o SITE INFORMATION p/ N
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PROPOSED BUILDING �'
I \ � �- -Irr -irr -irr---Irr---irr- -irr- ire- irr irr-- irr- CONNECT TO EXISTING -\-- � -
CID LOD LOD LOD LOD\ -irr---irr---irr irr-- irr --irr-- c I N �i, •c c
PRESSURE IRRIGATION _ TOTAL BUILDING FOOTPRINT: 7,564+/- SF z a) N
I \ - - - - - - - - - - - - - - - - - _== = - - " %'-- - TOTAL BUILDING AREA (ALL FLOORS): 7,564+/-
NAll
"" sd---sd---sd- sd ,= Z \� • MAXIMUM BUILDING HEIGHT: 65'-0" O z L0
m / M a - - - - - - / i i/ \ �/ \� 'irr)I\� ///: 0 30' 60'
\ ---- - _ 3 r rt �m iz' sd -iz" s iz" sd • , O I /i it\\wiz" sa- Y�11iIS��°\--12" sa 12.. Sd- r/Ilil\� •� •' I, �j N
\ �I - bel ---//,� - - - OO � �/� W
= - --- 2"PI III ZONING REQUIREMENTS
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�. \ m I I - -o \°" LEGEND
y 3 I �� T- • BUOILDING SIETBACKS:ENERAL COMMERCIAL r n o z U
V z W
THIS AREA NOT INCLUDED IN THIS PROPOSED - FRONT = 0' Z U) = O
u /III\\ I NOT INCLUDED IN 3 SITE CZC BUT IS SHOWN BECAUSE ACCESS - REAR = 0' - O
u I o o AND UTILITY SERVICES TO THE PROPOSED o "I O
III I - SIDES = O Z Luz
III I THIS PHASE I SITE ARE INCLUDED IN THIS AREA
(INCLUDING STORM TREATMENT.) A LANDSCAPE SETBACKS: m
ss T-- m I III I •
SEPARATE APPLICATION WILL BE MADE TO - LOCAL = 10' Q ¢ z
LU
/� o THE CITY FOR THE AREA. - COLLECTOR = 20
N /I�I\ o - ° ❑
- I 411IiP\\ \ f . I ; u_ Q
12'{l y—-- 12'I w-- III \ I PROPOSED CONCRETE
- ARTERIAL = 25
12
II Z 3 II I I I I I I i' •%• I SIDEWALK, TYP. ,. CONCRETE - ENTRYWAY CORRIDOR = 35' o
W N I11 I I I PROPERTY - INTERSTATE = 50'
u II c \\%�j •i •a �r�r- LINE F
LANDSCAPE DRAIN ��o• _� w
INLET TYP. v,
111 III , eo ro LOD LIMIT OF DISTURBANCE (LOD) PARKING INFORMATION
U
3 I I z -
„I 90, • PARKING STALLS REQUIRED: 30 0
~1 p l y Nyll - - \ Q 18' T 2= g' - - - - - 21.6' - I- 21' I ENGINEER • PARKING STALLS PROVIDED: 32 o W
u ✓��i \ W (n , , • *HANDICAP STALLS REQUIRED: 2 � W
STORM DRAIN HORROCKS ENGINEERS a
1 ss 1 \ INLET TYP. Rs • • **HANDICAP STALLS PROVIDED: 2 W
2775 W. NAVIGATOR DR. w
9' BICYCLE PARKING STALLS REQUIRED: 1 > uj
STORM WATER Co M III SUITE 210 0 BICYCLE PARKING STALLS PROVIDED: 2
\ \ v INFILTRATION SYSTEM
1 � \ - � e- I I o III MERIDIAN, ID 83642
z __ III 1 M CONTACT: ROB SUNDERLAGE PE NOTES:
PROPERTY 13.5 •7.5' 75' ' •• '.12.s'• I * 00
LINE o C o
9' PHONE: 208-895-2520 LL `�, N M
\ N -\ ~ N I "' ** NCLUDES E VAN ACCESSIBLE STALLS z
e \ \ O y SD SD - - ALL - -SD_-�„
�� ,a \ I O -- - III REMOVE BLOWOFF\ I I III III I 00 3 DEVELOPER c� o
1 d, - z 2 DOMESTIC WATER M m VALVE CONNECT TO z -
- • 2 3 4 N 5 6 $-` I III EXISTING 8" WATER BVA DEVELOPMENT, LLC NOTES Q o 0
- °\� NN � \o ` ---� -- ` SERVICE AND METER I ��
% \ a \ '> ' M Lp _ - _ o I I 2775 W. NAVIGATOR DR. z z w U
ul
1 "\\ \I 4 \`�\ 7' I I s F ii SUITE 220 1. DIMENSIONS ARE TO FRONT FACE OF CURB ILL! 0 � w- HANDICAP SPACES, I I I I I EXISTING ACHD I- c� Q O
\ _ u MERIDIAN ID 83642 Q w � _ �
TYP. �, JURISDICTIONAL SEEPAGE BED FOR DRIVE ISLES. o 0 o U 0-
8" GATE VALVE PHONE: 208-616-1050 2. RADII ARE 3.5' UNLESS OTHERWISE NOTED.
LIMIT OF o 00 z
DISTURBANCE, TYP. M I �, ADA RAMP, -
a
M I TYP. I I I Q U
o\\ I \� 10.2' I Z O
% NN I I 25.3' I FLEXIBLE (ASPHALT) PAVEMENT
^� I 6" FIRE LINE I PROPOSED ! O
% \ \' \\ _ \\P\ o I I I soT N 5.3' o I _ N ! SECTION TABLE W z z
\ / \� 9 o\ BUILDING 10.2'
q I
M
0
..�;
N\\ N ��Q f` '" \o\ \ \9 P� SAND/OIL 17 I o `° o . I LIGHT DUTY LD HEAVY DUTY HD OU
SEPARATOR o N co
e q i
\ / \ / \ • .. : \be, III I Eo Eo I ASPHALTIC CONCRETE 2.511 3.011
FIRE RISER ROOM
\ I a \ \ / '�• ` \\ \ g' 13.5' 7' 8.2' 2
STORM DRAIN APPROXIMATE f
ti - \� o CRUSHED AGGREGATE BASE 4.011 4.011
�. � ���'\�� fq9� INLET TYP. s FDC LOCATION � III
23.3' E
• I aQ o be
0{be'\ N STRUCTURAL SUBBASE 12.0" 18.0"
1� i N I I I I I o III
SEE ARCHITECTURAL PLANS \ �,9 F ° o
/ cc
48 SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE
`S'� / FOR TRASH ENCLOSURE. \ �6er p� III
l - S S° COMPACTED SUBGRADE
ti \ \ / DUMPSTER PAD IN SCOPE OF y/r,, °�9 _=6_-__bel e, Sam II PREPARATION SECTION PREPARATION SECTION
°J9 -bel
PARKING CZC. , _ _ _- --o a -- -o;4 � --
b�-�
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX
\ - _ _ _ _ =%/1 AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD
2,.w EX. FIRE - - - - -_ - - - - ;.:..
HYDRANT \\ SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
- /<< \ ,2" w -,z" w-- _ AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED
2 w �� � - - - 2 w AGGREGATE BASE MATERIAL
i - // PROPERTY LINE
a"ss Si i / \\ CONNECT TO 8" SEWER SERVICE H
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF C)
si�---- 8"ss --- 8"ss - - - 8"ss --- - 8" - 8"ss - 8"ss - - 8"ss - 8"ss --
- GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". � N
CONCRETE PAD FOR BIKE - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO z Z Q
STALLS SEE LANDSCAPE - VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. Q Q 0-
ARCHITECT PLANSLu
-
EX. SEWER \r \ = _====-- - - - - - = ==_____
MANHOLE " ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN uj
TYP. -'rr \ : _ _ _ _ ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
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Lli
"•��\ ,�I;i•.= - - - -
• irr irr-
irr- \-�- -irr- -irr,
1500 GAL. 90" CONST. GROUND WATER Q
OBSERVATION WELL WITH
PROVIDE GRADE RINGS METAL CAP AND LOCK
AS NECESSARY 12" PRE-MANUFACTURED PERFORATED ADS N-12 PER ACHD SUPPLEMENTAL
(12" MAX.). SET FLUSH PVC ASTM D 3034 PIPE OR APPROVED EQUAL. DRAWING NO. ACHD SD-627.
WITH FINISH GRADE. PERFORATIONS ON TOP (1/2 OF PIPE ONLY) W
(FG) \ \ \ \ \ \ \ \\\\ \7/\\7/\/\//\K J
3 RIM=A \\ /\\ \\ \\ \\ \\\/x = III -
5'-2-" // / // // // // //
8 rn g A VAjAAj� z VAjAAjAAjAAjAAjAAjAAjAjAjAjAAj��VAjAAjAAjAAjAAjAAjAAjAAjAAj AAjAAjAAjAAjAAjAAj
2$°O.D.TUBING 12 SOLID EXTENDED C5 ASNMO DDRAIN 4 PIPE ROCK
/\\/ \/ \'/ �\' 1 .5"-2" WASHED
�/�/�/�/�/�/�/� �/�/�/�/� DRAIN ROCK
• _> \j\j\j\j\j\j\j\j\j\j\j\j\j \j\j\j\j\j\/\ \j
�„ o �� �A/��A/��A/��A/��A/��A/��A/��A/��A/��A/��A/��A/��A��A/��A/��A/��A/��A/��A/��A
TOP OF SYSTEM (T) W
$ TOP OF PIPE _ =
,d INV. OUT = D o 0 0 0 0 0 0 0 0 0-0 0 0 00 0 0
SURFACEFLANGE MOUNT �N� \N' C° - (D)
D
GROUND LEVEL BOTTOM OF ROCK (B) � I
mM 6P TS
IN-GROUND ANCHOR MOUNT �� III=III 1 .5 DEPTH
co -ASTM C-33 SAND
SEEPAGE BED SCHEDULE BOTTOM of (BS) IIIIII-III III III
III=IIII -
B I KE RACK DETAIL TOP BOTTOM BOTTOM GROUND VOLUME VOLUME 4 a 3.0 1 .5' MIN
11111
SEEPAGE FINISH GRADE LENGTH WIDTH DEPTH SAND INF RATE PROFILE VIEW IIIIIIIIIIIIIII=III=�MIN.I III III=III Ll
SYSTEM ROCK WATER SOILS REQUIRED PROVIDED EXCAVATE MIN. 1 .5 INTO FREE
BED (FG) (L) (W) (D) (18" MIN.) (IN HR) 3 3 - III -
(T) (B) (BS) (SHGWE) (FT )(100YR) (FT ) DRAINING SANDS AND GRAVEL -' = -III III=� IIIIII-III III -III-
1 2576.00 2574.00 105.00 16.50 3.50 2570.50 2569 2567.5± 4.00 POORLY 2,406 2,426 SEE NOTE .) FOOTPLATE
GRADED SEASONAL HIGH GROUNDWATER SHGWE
GRAVEL
W/SAN D
NOTE: BID ALTERNATE #1 : LIMITS OF OF SAND LAYER
(LENGTH/WIDTH) CAN MATCH LIMITS OF ROCK LAYER
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